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contributor authorKideok Do
contributor authorNobuhisa Kobayashi
contributor authorKyung-Duck Suh
contributor authorJae-Youll Jin
date accessioned2017-12-30T13:02:35Z
date available2017-12-30T13:02:35Z
date issued2016
identifier other%28ASCE%29WW.1943-5460.0000309.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244923
description abstractAvailable 17-day field data in Korea are analyzed to investigate the cross-shore wave transformation, currents and sand suspension in the intertidal zone, and beach profile changes of a macrotidal pocket beach with a gentle slope of 0.02 and tidal ranges of 4–7 m. The measured beach profile changes were less than 0.5 m despite the occurrence of two consecutive storms with significant wave heights exceeding 2 m. A cross-shore numerical model is shown to reproduce the gradual wave height decay in the migratory surf zone, the cross-shore current of the order of 0.1 m/s affected by flood and ebb tides, the suspended sand volume varying with the tidal cycle, and the small beach-profile changes. The computed cross-shore and longshore sand-transport volumes per unit width for the 17-day interval are relatively small, but extend the 400-m-wide cross-shore zone. The small volume and wide zone reduces the local erosion or accretion.
publisherAmerican Society of Civil Engineers
titleWave Transformation and Sand Transport on a Macrotidal Pocket Beach
typeJournal Paper
journal volume142
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)WW.1943-5460.0000309
page04015009
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2016:;Volume ( 142 ):;issue: 001
contenttypeFulltext


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